07-420-006SECTION 03395 � CONCRETE SEALING AND POLISHING
1�1 Generala Provide a sealed and polished concrete floor finish as shown and specified.
C4 Submittals- Provide the following:
Manufacturer's product data, specifications and installation instructions. Include Material
Safety Data Sheets (MSDS) and identify application requirements, curing time and safety
requirements.
2. Certified test reports, prepared by an independent testing laboratory, confirming
compliance with performance criteria.
3. Manufacturer's certification that installer is a certified applicator of special concrete floor
finishes, and familiar with manufacturer's installation procedures and requirements for the
specified sealed and polished concrete floor finish.
4. Manufacturer's and Installer's written acceptance of substrate surface and installation
conditions.
B. Quality Assurance:
1. Installer Quolificotions6 An experienced Installer, approved by the floor finish manufacturer,
with not less than three years successful experience installing sealed and polished floor
finishes similar to those required for this project -
0. During floor finish application, the work shall be inspected by the floor finish
manufacturer's representative.
2. Protection- Contractor shall provide all necessary materials, means, methods and
procedures acceptable to the floor finish manufacturer and required to protect the
concrete floor surface and provide a suitable substrate for the installation of the specified
sealed and polished concrete floor finish.
C. Project Conditionsa
1. Comply with the floor finish manufacturer's environmental limitations for substrate
temperature and moisture content, ambient temperature, and humidity, ventilation and
other conditions affecting the special floor finish performance.
2. Concrete shall be cured a minimum of 45 days or as directed by the floor finish
manufacturer before application of the floor.
3. Before general sealer/hardener application, prepare and coat a jobsite test area of size
acceptable to the Architect, to verify and approve proper surface preparation, application
techniques and coverage rate.
4. Close finished floor areas to traffic during floor finish application and after application for
time period directed by the floor finish manufacturer.
21 Materials
A. Concrete Floor Sealer� Advanced Floor Products, Inc., 801/812-3420, internet
www.retroplatesystem.com, "Retro -Plate 99" a water-based sodium silicate, concrete
hardening/scaling agent; that is a chemical reactive concrete stabilizer which enhances the
density and hardness of concrete, and complies with the manufacturer's published performance
criteria for abrasion resistance, hardness, weathering, light reflectivity and skidability.
3,1 installation
A. Preparation: Comply with Section 03300 and Section 03365 "Preparation" requirements and the
following:
1. Verify concrete substrates ore sound, dry and free of contaminants that would interfere
with sealer/hardener penetration.
2, Provide all necessary surface preparation in accordance with the floor finish manufacturer's
surface preparation and application instructions.
3, Correct unsatisfactory conditions before starting floor finish work. Concrete floor
substrate surface conditions shall comply with manufacturer's requirements and be
acceptable to the manufacturer and installer, Submit written documentation of
manufacturer's and installer's acceptance of substrate and installation conditions -before
starting work.
B. Floor sealer/hardener application: Apply floor sealer/hardener in strict accordance with the floor
finish man U facturer's application instructions and recommended coverage rate, verified at project
site.
C. Floor finish- Diamond grind and polish the sealed/hordened concrete floor surface to provide the
following floor finish:
16 Provide a Level 2 (800 grit) hard-shell medium sheen finish for all exposed concrete floor
surfaces.
DIVISION 4 � MASONRY - NOT APPLICABLE
DIVISION 5 - METALS
SEC11ON 05120 -
STRUCTURAL STEEL
1.1 General- Provide structural steel in accordance with the General Structural Notes and structural drawings
and details.
B,
A.
Standards: Materials and construction sholl conform to following:
Galvanized Corrugated Steel Siding: "Strong Barn" corrugated barn siding, 29 gage, ASTM 568,
1. AISC "Specification for the Design, Fabrication, and Erection of Structural Steel for
cold -rolled, full -hard high tensile strength galvanized steel, #39754, 1-1/4" corrugated x 26"
Buildings."
width, supplied by millwork supplier in appropriate lengths,
2� AISC "Code of Standard Practice."
Galvanized Steel Sheet:
1 AWS "Structural Welding Code, D1.1 -Steel."
2A Materials:
1.1 Generak Provide
A.
Materials compliance: When requested, submit acceptable data documenting materials compliance -
COR -TEN Steek 14 gage, ASTM A606, Type 4, hot -rolled "COR -TEN" naturally oxidizing steel
for each type of material required.
B.
Structural Shapes.� ASTM A36/A36M, 36 ksi steel.
C�
Tubular Steek ASTM A500, 46 ksi yield strength steel, cold -formed welded and seamless.
D.
Structural pipe.& ASTM A53, type and grade selected by the fabricator as required for design
Diamond Plate-, Nominal 1/8" thick ASTM B209, Alloy 6061-T6, Aluminum Diamond Tread Plate.
loading, standard finish, standard weight (Schedule 40) except as otherwise indicated.
E�
Grout: ASTM C1107, pre -mixed, shrinkage resistant, non-metallic, non�corrosive, non -staining
2. Floor- Mil finish.
grout.
F.
Shop point primer: SSPC Point 2.
G,
Fabricatiom Fabricate structural steel in accordance with AISC "Specification - Structural Steel
standard finish, standard weight.
for Buildings" and "Code of Standard Practice." Provide welded or bolted connections in
2. Wire Mesh: Woven wire mesh, plain weave, 0.120 gage, 1/2" x 1/2" opening, pregalvanized
accordance with the Structural Drawings connection requirements.
finish.
1, Welding: Conform to AWS welding standards. Provide only continuous welds, spot welding is
3. Angle frames: ASTM A36, galvanized finish.
not acceptable. Grind all exposed welds smooth.
4� Exposed fasteners: 3/8" all thread, 3/8" washer and 3/8" hexagon domed nut, chrome
2� Splicing: Material, if splicedt shall have maximum- -one- splice per structural member.
finish.
Perform splicing by full penetration butt -welding using AWS qualified welders and welding
5. Gate stops and hinges, miscellaneous plates, angles: Steel, finish indicated.
methods.
64 Grout: ASTM C1107, pre -mixed, shrinkage resistant, non-metallic, non -corrosive,
3. Shop painting: Shop point structural metal members, except members or portions of
non�staining grout.
members to be embedded in concrete or masonry, surfaces and edges to be field welded
Exposed Fastenersa
and galvanized surfaces.
3.1 Installation5
A. Erection: Erect structural steel in accordance with AISC 'Specification - Structural Steel for
Buildings" and "Code of Standard Practice".
1� Plumb, level and align base plates for structural members with steel shims.
2. Grout structural steel base plates solid that bear on concrete or masonry surfaces.
B� Testing- When required, comply with drawings testing requirements.
SECTION 05400 � COLD�FORMED METAL FRAMING
1.1 Generak Provide cold -formed metal framing in accordance with the General Structural Notes and structural
drawings and details.
A. Standards: Materials and construction shall conform to following,
1. AISI SG02.2-01 "Design of Cold -Formed Steel Structural Members."
2. AWS "Structural Welding Codes, D1.3 -Sheet Steel."
2.1 Materials- DIVISION 6 - WOOD AND PLASTICS
A. Materials compliance- When requested, submit acceptable data documenting materials compliance SECTION 06100 � ROUGH CARPENTRY
for each type of material required.
11 General: Provide rough carpentry work as shown and specified.
B. Lood-Bearing Colcl�Formed Metal Framing: ASTM A1003, Gage, Grade and Type indicated.
1. Components: Provide sizes and shapes indicated. A. Standards- Materials and construction shall conform to following6
2. Finish: Galvanized complying with ASTM A653, minimum C60 coating. NIST PS -1-95 "Construction and Industrial Plywood."
C� Fabrication: 2a NIST PS -2-95 "Performance Standards for Woo&Bosed Structural -Use Panels."
1. Cold4ormed metal framing may be prefabricated into panels before erection, Fabricate 3. NIST PS-20�99 "American Softwood Lumber Standard."
panels plumb, square, true to line and braced against rocking with joints welded. 4. NF&PA NDS -97 "Wood Construction and Supplement."
CL Provide one-piece full-length cold -formed metal framing members. Splicing not 5. AWPA "Wood Treatment Standards."
2. Attach and join other components by welding or screw fasteners, as indicated. Wire tying
of framing components is not permitted.
3. Cut framing to fit squarely for attachment to perpendicular members or as required for
angular fit against abutting members. Hold members securely in position until
properly fastened.
4. Saw cut field cut framing. Torch cutting not acceptable,
D� Installation5
A. Erection- Erect cold -formed metal froming members of gage and at spacing indicated on the
Structural Drawings, Align and secure studs to top and bottom runner tracks by welding or
screw fasteners at both inside and outside flanges.
SECTION 05500 - METAL FABRICATIONS
lal General- Provide metal fabrications as shown and specified.
A. Submit shop drawings for fabrication and erection of patio railing systems,
1. Show thickness, size, construction and manner of assembling various members, joint
. locations and railing layout.
2. Show true profiles, connections and relationship to adjoining work and methods of anchoring.
2-1 Materials
Lumber: Provide wood blocking, nollers and similar members where shown and where
A.
Materials compliance: When requested, submit acceptable data documenting materials compliance
for each type of material required.
B,
Steel Shapes& ASTM A36/A36M, 36 ksi steel.
C�
Galvanized Corrugated Steel Siding: "Strong Barn" corrugated barn siding, 29 gage, ASTM 568,
cold -rolled, full -hard high tensile strength galvanized steel, #39754, 1-1/4" corrugated x 26"
B.
width, supplied by millwork supplier in appropriate lengths,
D.
Galvanized Steel Sheet:
SECTION 06210 -
1. Interior- 20 gage, ASTM A653/A653M hot -dip galvanized steel, G60 coating.
1.1 Generak Provide
2a Exterior- 18 gage, ASTM A653/A653M hot -dip galvanized steel, G60 coating,
E.
COR -TEN Steek 14 gage, ASTM A606, Type 4, hot -rolled "COR -TEN" naturally oxidizing steel
�7A
supplied by Ryerson Tull, (773) 762�2121. Panel size 48" x 120".
F.
Stainless Steel:
:E
1. Walk 18 gage, ASTM A167, AISI Type 304 stainless steel, No. 4 finish.
&
Diamond Plate-, Nominal 1/8" thick ASTM B209, Alloy 6061-T6, Aluminum Diamond Tread Plate.
F�-
1. Wall: Bright reflective finish.
ry
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2. Floor- Mil finish.
H.
Patio Railing System: Refer to sheet A001 Responsibility Matrix for Vendor listing and contoct.
F�
1. Pipe- ASTM A53, type and grade selected by the fabricator as required for design r loading,
standard finish, standard weight.
261 Materials:
2. Wire Mesh: Woven wire mesh, plain weave, 0.120 gage, 1/2" x 1/2" opening, pregalvanized
A.
finish.
3. Angle frames: ASTM A36, galvanized finish.
B.
4� Exposed fasteners: 3/8" all thread, 3/8" washer and 3/8" hexagon domed nut, chrome
finish.
C-4
5. Gate stops and hinges, miscellaneous plates, angles: Steel, finish indicated.
64 Grout: ASTM C1107, pre -mixed, shrinkage resistant, non-metallic, non -corrosive,
(0
non�staining grout.
k
Exposed Fastenersa
C.
1. Carton and Galvanized: #8 x 5/8" galvanized steel with black neoprene washer.
D.
2. Diamond Plate- #8 x 1" bevel headed stainless steel screw.
Ja
Shop point primer: SSPC Point 2.
3.1 Installation-.
Comply with the Architectural Drawing details and the following'.
A.
Corrugated Siding: Install corrugated siding panels with exposed fasteners, panel scoms
facing away from traffic flow and panel face labeled "Strong Horn" unexposed and facing the
walL
B.
Galvanized Steek Install galvanized steel panels with exposed fasteners.
C.
COR�TEN Steel:
_OR�TEN steel panels before installation.
1. Contractor shall, ocid wash and Pre -rust C
0. Use a 50% mixture of muriatic acid and water.
b. Spray or mop on mixture in an outdoor location, (not at job site).
C. Spray with water daily until full exposed face of panel is evenly rusted.
d� Allow panel to continue rusting after panel fabrication, prior to installation,
e. Oxidation of panel to be approved by the Chipotle Construction Manager prior to
installation.
2. Seal unexposed surface of COR -TEN steel panels scheduled for interior application
prior to installation. Materials and methods used for sealing unexposed surface of
E.
COR -TEN steel panels shall be approved by the Chipotle Construction Manager-.
3. Install COR -TEN steel panels with exposed fasteners, unless noted otherwise.
D�
Exposed Fasteners -
1. Corrugated Siding: Provide uniform 8" vertical and 7�3/81' horizontal pattern. . All
screws shall be in the "ValleV'. Screws shall commence approximately 3" form the side
and 3" from the bottom edge of the wainscot. Exposed fasteners sholl remain -
unpainted in natural factory supplied finish.
Z Flat Metal Panels- Provide 8" by 8" vertical and horizontal patternunless
-uniform
-
otherwise noted. Exposed fasteners shall remain unpainted in natural factory supplied
finish.
3. Diamond Plate: Provide counter sunk fasteners at perimeter of panels at 2'-0" on
center maximum as well as fully adhering to surface.
E�
Stainless Steel:
1. Wall:
0� Clean stainless steel panel with mineral spirits.
b, Install stainless steel panels with Henry 117 oil based adheisive applied to wall
with 1/8" notch tooth trowel.
C. Trim seams as indicated on the Drawings. No exposed fasteners'.
F.
Diamond Plate:
1. Wall: Mount over plywood substrate w/ flush exposed fasteners.
Z Floor: Provide continuous bead of silicone sealant to back side perimeter of plate
prior to installation.
3. Mount with exposed fasteners. Provide continuous bead of silicone sealant to
perimeter of plate after installation.
G.
Patio Railing System�
1. Assemble and install patio railing system in accordance with manufacturer's installation
instructions and approved shop drawings.
Adjust railings before anchoring to ensure matching alignment at abutting joints.
Space posts at spacing indicated. Plumb posts in each direction.
3. Anchor posts in concrete by means of core drilled holes and grout unless otherwise
noted. Provide either base plate or anchorage of end posts,
H.
Hond-inspect all joints and edges of installed metal materials. Unless otherwise indicated, fit
exposed connections accurately together to form tight hairline joints. Grind and case
exposed joints, and edges smooth and free of burrs.
2.1 Moterials6
A. Lumber: Factory gracle�marked, dressed, seasoned dimension lumber, S4S, air-dried,
maximum 19% moisture content complying with PS�20, dimensions indicated.
1z Blocking, nailers and similar members� Standard Grade Western Dimension Lumber -or
Southern Pine species.
a. Provide preservative treated lumber, where indicated.
B. Plywood- Factory grade�marked, co mplying with PS -1, square edge, 5/8" thick.
1. APA -RATED SHEATHING EXP1.
G. Provide Exterior Grade (EXT) plywood, where indicated.
b. Provide fire -retardant treated plywood, where required by Building Code.
C. Oriented Strand Board (OSB)4 Factory grade -marked, complying with PS -2, square edge,
5/8" thick.
2.2 Wood Treatment:
A. Preservative Treatment: Comply with applicable requirements of AWPA Standards C2
(Lumber).
1. Pressure preservative treat lumber with water -borne preservatives, acceptable to
authorities having jurisdiction, to a minimum retention of 0.25 pcf.
-2. Treat wood blocking, nailers and similar members in connection with roofing and
flashin q.
3. Treat wood plates, blocking, furring and similar concealed members in contact with
masonry or concrete.
B� F4re-Retardant Treatment: Comply with applicable requirements of AWPA Standards C27
(Plywood). Identify "f ire- retardan t- treated plywood" with appropriate UL classification marking.
1 Treated materials shall meet "Interior Type A" FR -S ratings of not more than 25 for
flame spread, smoke developed and fuel contributed when tested in accordance with
UL 723 or ASTM E84, with no increase in flame spread and evidence of significant
progressive combustion upon continuation of test for additional 30 minutes.
C. Kiln -dry all treated lumber and plywood materials after treatment to maximum 15% moisture
content.
3al Installation:
A�
Lumber: Provide wood blocking, nollers and similar members where shown and where
required for attachment of other work and surface applied items. Attach to substrate as
required to support applied loading.
1 Use only sound, seasoned materials of longest practical lengths and sizes to minimize
joints.
2. Use materials free of warp. Make tight connections between members.
B.
Oriented Strand. Board: Provide continuous OSB backing at all corrugated siding wainscoting
LLJ
and full height locations.
SECTION 06210 -
FINISH CARPENTRY AND MILLWORK
1.1 Generak Provide
finish carpentry and millwork as shown and specified.
A.
Stondords4 Materials and construction shall conform to the following:
�7A
1 . AWI "Architectural Woodwork Quality Standards - 199g."
B.
Doors and door hardware: Install oil wood doors, door hardware and wood windows furnished
:E
under Division 8 specification Sections.
C�
Submit shop drawings for designated millwork.
F�-
1. Include complete details, materials lists and drawings showing fabrication of typical
ry
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units, unit assemblies, locations and installation details.
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0
2. List proposed cabinet hardware to suit indicated unit use or function.
F�
3. Identify materials required to complete work ready for installation.
4� Obtain shop drawing approval before starting fabrication.
261 Materials:
>
A.
Wood Trim- AWI Section 100, Grade 11, plain sawn Select rotary cut White Birch, 3/4" thick
by dimensions indicated.
B.
Plywood: AWI Section 200
I. Concealed use substrates- D-3 Paint Grade hardwood plywood, with aspen veneer core,
C-4
3/4" thick.
2a Exposed to view finishe.sa Al Grade, plain sliced, Select White Birch hardwood plywood,
(0
with aspen veneer core-, 3/4" thick. Provide cabinet quality plywood with face veneer
free of repairs and core free of voids.
C.
Millwork: Materials and construction as detailed on the Drawings�
D.
Fabrication:
1, Millwork design and fabrication details shown on the drawings indicate design intent.
Unless otherwise indicated, provide manufacturer's standard fabrication methods.
Indicate all proposed variations from the drawing design and fabrication details on
shop drawings.
2. Fabricate millwork in accordance with AWI "Custom Grade" requirements. Where details
are not shown, comply with applicable Quality Standards or with alternate details
acceptable to Architect cis fabricator's option.
0. All shop joints made with standard construction adhesive glued under pressure,
1 Fabricate finished work properly framed, closely fit and accurately set to required lines
and levels and rigidly secured in place.
4. Fabricate work straight, plumb, level and in true alignment, neatly and accurately fit,
scribed and thoroughly secured. Plane and sand miters and other joints. Ease all
square edges. Provide millwork clean and free from warp, twist, open joints and other
defects.
5. Provide finished woodwork dressed and sanded free from machine and tool marks,
abrasions, raised grain or other defects on surfaces exposed to view in finished work.
E.
Finish� Provide all wood trim and exposed to view plywood shop finished with three coots of
Sikkens clear interior urethane finish. Provide surface preparation, materials and application
conforming to Section 09900 -Paints and Coatings requirements.
3.1 Installation
Aa Install finish carpentry and millwork products plumb, level, true and straight with no
distortion. Shim as required using concealed shims. Install to a tolerance of 1/8" in 8'-0"
for plumb and level (including countertops) and with 1/16" maximum offset in flush
adjoining surfaces, 1/8" maximum offsets in revealed adjoining surfaces.
14 Scribe and cut finish carpentry and millwork products to fit adjoining work.
2. Anchor finish carpentry and millwork items to built-in place blocking, furnished under
Section 06100, or directly attach to substrate framing. Secure to grounds, blocking
and nailers with countersunk, concealed fasteners and blind nailing as required for a
complete installation. Use finish nails for exposed nailing, countersunk and filled flush
w ith woodwork and matching final finish where clear finish is indicated.
3. Touch-up shop finished wood trim and plywood materials marred or damaged during
delivery, storage and installation with Sikkens clear interior urethane finish.
B. Install standing and running trim with minimum number of joints, Use full-length pieces,
from maximum length of lumber available. Spliced trim less than S -O" is not acceptable.
Stagger joints in adjacent and related members. Cope at returns, miter at corners and
comply with Quality Standards for joinery, Butt joints, except as detailed, are not
acceptable.
C, Install casework without distortion so that doors and drawers will fit openings properly and
be accurately aligned. Adjust hardware to center doors and drawers in openings and to
provide unencumbered operation.
D. Install plastic laminate countertops, shelving and trim. Provide work level, true to
alignment, accurately fit to wall conditions and securely fastened to base units and other
support systems as indicated.
SECTION 06605 � FIBERGLASS REINFORCED PLASTIC PANELS Q 0
1.1 General: Provide fiberglass reinforced plastic panels as shown and specified-.
0 Q
2.1 Materials- U
U
A. Manufacturer-, Marlite, (330) 343-6621, internet www.marlite.com.
B. Panel System: Marlite "Fiberglass Reinforced Polyester (FRP) Ponels", 3/32" thick, 48" wide
x full height required. White color, pebbled high gloss surface texture, USDA approved for
incidental food contact.
1. Ponel trim- Extruded PVC, color matching panel color. Provide 1-1/2" x 1-1/211 outside
and inside corners, edge trim, and division moldings as required to complete the
installation.
2. Sealant: Marlite "Silicone Sealant", white gunnable silicone sealant.
1 Panel adhesive: Marlite "C-551" water-based construction adhesive for panel application
over porous surfaces.
4� The flame spread rating of the panels shall not exceed 200 and the smoke developed
rating shall not exceed 450.
3al Installation
A4 Install the FRP system products using panel adhesive in accordance with the manufacturer's
instructions.
1. Install panels plumb, level, true and straight with no distortion; providing a continuous
bead of silicone sealant in each joint and trim groove and between trim and adjacent
construction.
2. Provide corner trim, closure trim at intersections of dissimilar materials and moldings
at abutting panels.
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
SECTION 07240 -EXTERIOR INSULATION AND FINISH SYSTEM (PB)
1.1 General: Provide- the exterior insulation and finish system (EIFS) as shown and specified,
A6 Standards- Materials and construction shall conform to the fol lowing:
1, EiMA (EIFS Industry Members Association) Standards and Publications.
0. 101.01, lft02, 101.03, 101a86� 105.01, 200-02,
b. EIMA "Guideline Specification for Expanded Polystyrene (EPS) Insulation board."
B. Quality Assurance -
1. System components -
0. Produced by a single manufacturer or by manufacturers approved by the EIFS
system manufacturer.
b. Fire performance: Flame spread of 25 or less, smoke developed of 450 or less
when tested in accordance with ASTM E84.
2. Installer Qualifications: Performed by the system manufacturer or an applicator
trained and approved by the system manu fact u -re- r. During application, the work shall
be inspected by system manufacturer's representative.
C6 Environmental conditions: Comply with manufacturer's requirements. Do not install
materials during wet or freezing weather.
2al Materials
A. Manufacturer: STO Corp., (800) 221-2397, internet www.stocorp.com
B. Exterior insulation and finish system- Sto Class PH "Essence NExt" EIFS.
1. Air/MoistUre barrier: Ste Guard system.
0. Ste Gold Fill Joint compound for rough opening protection, sheathing Join -s an
inside and outside corners.
b. Ste Guard lvlesh� Coated glass fiber fabric reinforcing mesh.
c. Ste Gold coat: Waterproof coating for wall sheathing.
2. Primer/odhesive and has e coat- Sto Primer,/Adhesive-B, one -component, polymer
modified, cement -based factory blended prim,er/adhesive used to attach insulation
board to prepared sheathing substrates and as a base coat in Essence claddings,
3a Insulation board6 ASTM C578 Type 1, nominal 1.0 lb/ft' expanded polystyrene meeting
EIMA Guideline specifications for EPS insulation board.
4. Finish coating: Ste Essence DPR, ready -mixed 100% acrylic -based, textured wall coating.
,a.. Medium/Fine Sand Finish.
ba Color cis indicated on the Architectural drawings from manufacturer's full color range.
5. System warranty. 10 year labor and material.
C. Portland cement- ASTM C150, Type I or 11., white or gray in color.
D. Water� Clean, potable and free of foreign matter.
E, Reinforcing mesh: Ste open -weave glass fiber fabric with alkaline resistant coating.
1. Standard mesh� Sto Mesh, nominal 4.5 oz/ydi fabric.
2. Ultra -High impact mesh: Ste Armor Mat, nominal 15 oz/yd' ultra-high impact fabric.
3. Specialty mesh -
0. Ste Detail Mesh, nominal 4.2 oz/yd' flexible, symmetrical, interlaced glass fiber
fabric.
b. Ste Corner Mat, nominal 7.8 oz/yd' pre -creased, heavy-duty, glass fiber fabric.
F. Joint sealants- Polyurethane base elostomeric joint sealant complying with ASTM C920 and
Section 07900 requirements.
la Adhesion: Evaluated in accordance with ASTM C1382.
2� Color- Matching EIFS finish coating color, and visually acceptable to the Architect.
G. Accessories: Provide plastic stops and trim where indicated. Materials shall be compatible
with DES materials and acceptable to DES manufacturer. .
1. Starter Track: Rigid PVC plastic track with weepholes and drip edge.
3.1 Mixing
A. Mix materials in accordance with manufacturer's published instructions.
1. Mix with a clean, rust -free high speed mixer to a.uniform consistency,
2. No rapid binder, anti -freeze or accelerator additives permitted.
41 Installation
A. Preparation -
1. Coordinate installation of roofing membrane, windows, doors and other wall
penetrations to provide a continuous exterior wall air/moisture barrier.
2a Coordinate installation of windows, doors and window and door flashing to provide a
continuous exterior wall air/moisture barrier.
3, Install copings and joint sealants immediately after installation of the DES, when DES
coatings are dry.
B. Installation: Install Ste Guard rair/moisture barrier system and exterior insulation and finish
system (EIFS) in strict accordance with manufacturer's installation instructions, complying
w ith governing regulations and industry standards applicable to the work.
Backwrop exposed board edges with mesh.
2. Provide double wrap or corner mot reinforcing at all inside and outside corners.
3. Provide expansion joints in accordance with manufacturer I s recommenclations for type
of substrates and systems required, and visually acceptable to the Architect.
4. Provide drainable starter track horizontal edge trim as base of wall, above windows
and doors openings and beneath windows with concealed flashing.
C. Insulation and adhesive application:
la Install insulation board with long edge horizontal using running bond pattern. Off set
insulation joints with substrate joints. Stagger joints and interlock joints at corners.
2, Apply adhesive to insulation board with a stainless steel trowel notched trowel,
providing vertical uniform ribbons of adhesive when board is installed. Mount
insulation board on substrate. Level, align and tamp insulation in place. Provide
uniform contact and bond with joints tightly butted. Rasp edges and high areas as
required to produce a level, plane surface.
D� Base coat and reinforcing mesh application:
1. Apply detail mesh at corners of windows, doors, and all penetrations through the EIFS.
2. Standard meshi Apply base coot over insulation board to a uniform 1/8 inch
thickness, including high impact mesh where indicated. Embed standard reinforcing
mesh into wet adhesive, lap edges at seam& Smooth surface until mesh is not
Allow to base coat to dry.
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�2u-M I RANOVA PLACE
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WWW. G L A V A N C 0 M
COPYRIGHT 2007,
THIS DRAWING 19 AN INSTRUMENT OF
SERVICEj AND AS SUCH, 1411:1`�AINS THE
PROPERTY OF CHIPOTLE MEXICAN URILL
INr_ PERMISSION FOR Ugr OF THIS
DOCUMENT IS LIMITED AND DAN BE
EXTENDED MNLY MY WRITTEN AGREEMENT
WITH GHIPuTLE MEXICAN GRILL INC..
I S43 WAZEE STREET
OENVER, CULURADO 80202
PHONE: (303) 595=4011n
FAXE (31-13) 595-4014
INTERNET� WWW.r_HIROTLE.COM
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Issue Record:
03.05.2007 FIREAERM SUBMITTAL
AORS 1'16`21: 0 7 E R P B C 0 M M E N T S
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Project No.
CMG302
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Date of Last Print:
03.07-2007
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Issue Record:
03.05.2007 FIREAERM SUBMITTAL
AORS 1'16`21: 0 7 E R P B C 0 M M E N T S
Drawn&
AE,jS,jD
Checked;
CID
Project No.
CMG302
Contents:
Specificati on s -
A
Oil
Date of Last Print:
03.07-2007
M &
m
--,?4 ww
"'m �ni , 35&�,ww Rum �.4"Xill-kk M POP %114.4 1,� IdE 1'11'��0,11�fli'� 4fF